| 土工格栅加筋陡边坡变形及稳定性分析 |
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| 引用本文： | 赵振华,薛晓辉.土工格栅加筋陡边坡变形及稳定性分析[J].山西建筑,2014(29):64-66. |
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| 作者姓名： | 赵振华 薛晓辉 |
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| 作者单位： | 贵州师范大学材料与建筑工程学院;陕西铁路工程职业技术学院 |
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| 基金项目： | 贵州省科技厅—贵州师范大学联合基金资助项目(项目编号:黔教科合J字LKS[2009]32号) |
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| 摘 要： | 通过数值模拟的手段建立了采用土工格栅加筋土高陡路堤模型,分析了土工格栅加筋高陡路堤边坡的变形特性及稳定性,指出经土工格栅加筋后的高陡边坡稳定性得到极大地提高,可以满足路堤边坡稳定性的设计要求。
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| 关 键 词： | 高陡路堤 土工格栅 数值模拟 |
Deformation and stability analysis of geogrid reinforced steep slope |
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| ZHAO Zhen-hua;XUE Xiao-hui.Deformation and stability analysis of geogrid reinforced steep slope[J].Shanxi Architecture,2014(29):64-66. |
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| Authors: | ZHAO Zhen-hua;XUE Xiao-hui |
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| Affiliation: | ZHAO Zhen-hua;XUE Xiao-hui;Materials and Architectural Engineering College,Guizhou Normal University;Shannxi Railway Engineering Career Technology College; |
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| Abstract: | A model of high and steep embankment of geogrids reinforced earth is established by numerical simulation, and analysis on its deformation characteristic and stability is carried out. A solution that the stability of high and steep embankment reinforced with geogrids raises greatly and satisfies the design requirements. |
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| Keywords: | high and steep embankment geogrid numerical simulation |
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